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E <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />65'-0" WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />5'-4" 1'-95" T-2$" 5'-0" 5'-0" 5'-10" T-10" 6'-0" 6'-0" T-10" 2'-1064 5'-116a 5'-0' 5'-4" REINF. SEE PLAN. FOUNDATION PLAN <br />w z <br />w <br />rn <br />H.B. TT NPO@ 1 STORY S3 <br />■ ■ ■ ■ ■ ■ ■ .■ ■ ■ ■ <br />..... .......... --------- <br />■ <br />■ <br />■ ■ <br />...................... <br />r <br />�— <br />0". <br />O <br />, <br />16 <br />\ <br />0 011 ■ <br />IF <br />-3 1 /2" <br />\ <br />50 <br />- SINK / DISP <br />----- <br />' <br />u> <br />4I <br />\� (( :: o <br />III ��, <br />A <br />i <br />o <br />L <br />\ <br />I .W-. I <br />\�\ <br />v <br />S3 <br />L_ — — <br />CHASE TD <br />\� \\ti \ - II _D <br />— —_ OIS <br />- -—- = <br />- - ; <br />0 <br />TYP @1L=-- <br />STORY U.N.O. <br />STEPS AS <br />■ <br />PROVIDE 1 Y" RECESS \ \ CJ L - - - - - - - - - - - - CJ OPT. -r- e 1 CJ, ; <br />CJ - I I I ■ <br />REQUIRED <br />I FOR SGD. REFER TO \ \ REF ::: '.: : : <br />::.' :: 10'-104" I <br />PER FIELD <br />MASON`S SLOPE FOR \� KITCHEN ISLAND <br />I <br />CONDITIONS <br />WIDTH \I� \ LOW WALLS <br />4'-0" <br />I \ \ 16'-10" <br />INDICATES FILLED CELL w/ 3000 PSI <br />\ <br />CONC. GROUT FROM FT. TO BEAM \ \ \ <br />— — — — — •— — — — <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />■ ■ ■ <br />TYP @ ALL PLACES SHOWN I \ \ I <br />TOP O PAVER T BE 4" <br />■ <br />2 #5 REBAR <br />() <br />HOOKED FTG. DOWELS 5" EMBED \ \ 0'-01" <br />( <br />■ <br />4'-0" <br />4'-4" <br />4'-6" <br />SLOPE <br />VERTICALS w/ in <br />FIN. FLI <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ HVAC CHASE BELOW FIN. FLR. <br />\ \ BASED ON <br />( STEEL <br />FILLED CELL <br />\ PROVIDE %2' x 9" <br />\ LOCATION <br />I \ RECESS FOR FRT. POOR co <br />I <br />L <br />cr <br />o <br />\ <br />I \ \ 2'-6"x2'-6"X1'-O" FTG <br />r� <br />\ \ <br />25'-101 s„ \ \ 9'-512s � W/ (3) #5 E.W. <br />4'-4" <br />in <br />q <br />orn <br />\ \ . .... ... . . ........ .------- <br />—}—I- - - - -I� <br />■ <br />o <br />TT. '\ \ <br />(2) #5 REBAR <br />00 <br />TYP @ 1 STORY 53 <br />I S3 CC <br />I <br />U.N.O. <br />S3 <br />VERTICALS / in <br />I I ri I AHU I <br />FILLED CELL <br />„ ,_ „ _ , N = <br />2'-6 x2 6 X1 0 FTG : ' <br />n 3'-5" <br />7 1 <br />2'-6" x 2'-6" x 1'-0„ <br />W/ (3) #5'S E.W. <br />(2) #5 REBAR <br />VERTICALS w/ in <br />SLOPE <br />r <br />W/ (3) #5 E.W. G : �� -3 1/2" <br />S3 <br />I I OPT. D I <br />I o <br />PT. <br />M <br />FILLED CELL <br />— -� 4,� <br />5'-3" V-10„ 3,_6„ I 0 I Ln I 6 <br />�: <br />Ch <br />OCN <br />■ — CJ cJ — CJ <br />CD <br />3-1/2" MIN 3000 PSI CONC. I ' T-71" T-10" 1'-I': EDGE OF SLAB 2" <br />r <br />T <br />SLAB FOR HERNANDO BEYOND WALL <br />COUNTY ONLY <br />3-1/2" MIN 2500 PSI CONIC A" <br />� S3 o <br />S3 <br />10 <br />I SLAB OVER 6 MIL VISQUEEN I <br />, : .- I <br />L <br />VAPOR BARRIER N <br />35'4' 20'-6" <br />A.■' <br />BUILDER TO <br />0'-0" <br />PROVIDE <br />I <br />(2) #5 REBAR <br />I <br />' <br />APPLIANCE <br />VERTICALS w/ in <br />4'-0" <br />12'-l" ' <br />PROTECTION <br />FILLED CELL <br />WHEN REQUIRED <br />� <br />L-•---------+- <br />° <br />0 '•-- <br />PER FBC <br />_._.— <br />-- <br />------J-' <br />— <br />-- <br />•f--- <br />--------I <br />5'- <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />H- 011 <br />H.B. . <br />T-1 <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: %4"=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />-#5 CONTINUOUS <br />REINF, SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />"Alternate: <br />The reinf. bars shall be <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />4t <br />w > <br />T •• C <br />�4L <br />b <br />-j <br />r J C CQ�1 <br />q.� <br />� ,r <br />`' <br />FItfft 44 !!44 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />ResidenNal 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />WE <br />oo�� oef{ <br />Q <br />0009 <br />- N ti N co LL LL <br />ILL a (L <br />W <br />CI) 04 w� N a <br />a �Lu <br />C'iL <br />-(LQ0 <br />Z acne 0x le <br />W° <br />m a o m O <br />0 <br />2E°'O' <br />W <br />Z M o <oN <br />N aMQ ° <br />IL LL <br />a °d ❑❑❑❑ <br />W <br />N <br />MQ <br />�so <br />z o <br />a <br />_ M <br />U) z� <br />tJ1 <br />VJ <br />D <br />4--J =n Y <br />f6 W n <br />� n <br />'T� • <br />U <br />0 <br />N <br />irr Ln o <br />U 0° <br />au <br />all_ T <br />o <br />i <br />i <br />_ <br />U o � <br />• <br />¢ � o <br />o <br />c.0 <br />�w <br />M <br />M <br />z <br />O <br />Z <br />z <br />4 <br />� <br />ce E <br />Z O <br />s <br />> N <br />z® <br />E (j <br />? <br />O a <br />ca <br />o' <br />O Q <br />o o <br />U <br />O K <br />zzc=::> <br />E <br />R <br />L <br />z <br />o <br />G <br />wz <br />¢� <br />w <br />UCY <br />Z <br />0 <br />oLL <br />iz <br />J <br />¢' <br />gw <br />N <br />a <br />° <br />fl_ <br />o� <br />a z <br />N z <br />U 3 <br />W <br />�o <br />O <br />yLL <br />6i <br />=3 <br />v <br />z�a <br />¢ <br />s 3 <br />�N <br />0 <br />= <br />J <br />L <br />� <br />m <br />ICU <br />0 <br />.� <br />Ln <br />T <br />�.� <br />> <br />O <br />m co <br />-17 <br />..� J Q <br />LO <br />2 r N <br />T <br />o <br />T <br />Lo <br />N <br />m <br />>+ <br />3 T <a CV <br />Z <br />z <br />E O v r <br />E <br />m <br />a <br />0 _°, ¢ o <br />-j <br />JOB <br />NO: 20-1125 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />